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  • Users: NaderLabib
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  1. NaderLabib

    Rebar Dowel for SLab-on-Grade

    What are good resources for specifying dowel rebars in slab-on-grade existing joints?
  2. NaderLabib

    when is it acceptable to disregard the omega factor in the steel manual

    the structural behavior of a ladder-like element and is it subject to continuous lateral torsional?
  3. NaderLabib

    when is it acceptable to disregard the omega factor in the steel manual

    I am working on checking single angles per the steel manual chapter 16 section F10.2. it states that it is for a single angle without continuous lateral-torsional restraint along the length. So would a ladder be equal to a continuous lateral-torsional? and can I neglect the use of omega at all?

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